ID :690
Arch Bridge OF IRRIGATION CANAL at Paheniya shiripur Bichuva Road
on Chainage 2.000 of Paheniya Shripur Bichuwa road
In District Udham Singh Nagar Under CD Khatima Division
Critical Report on Bridge Condition
Form Filled By Ajeet Kumar Satsangi [42270313M01301]
Inspection Team
"पुल संपूर्ण रूप से क्षतिग्रस्त हो गया है दयावर्जन से आवागमन चल रहा है "
(Ajeet Kumar Satsangi)
Junior Engineer Civil
on Jun 10, 2025
Detail Report
| # | Parameter | Problem ? | How Bad? | How Much? | |
|---|---|---|---|---|---|
| 1 | ROAD APPROCHES AND DECK Component Weightage 10 | ||||
| A- ROAD SURFACE NEAR BRIDGE | |||||
| a) Bumpy road surface near bridge? | Yes | Very Bad | Much Qty | 9 | |
| B- DRAINAGE | |||||
| a) Badly built road drainage near bridge? | Yes | Very Bad | Much Qty | 9 | |
| b) Blocked or damaged road drains? | Yes | Very Bad | Much Qty | 9 | |
| c) Water on the deck? | Yes | Very Bad | Much Qty | 9 | |
| d) Blocked or damaged deck drains? | Yes | Very Bad | Much Qty | 9 | |
| C- WEARING COAT | |||||
| BITUMEN WEARING COURSE | |||||
| a) Surface breaking up or lifting off? | Yes | Very Bad | Much Qty | 9 | |
| b) Cracking above joints ? | NO Problem | -- | -- | 0 | |
| D- KERBS & FOOTPATHS | |||||
| a) Loose railing fixtures? | Yes | Very Bad | Much Qty | 9 | |
| a) Damaged or loose kerbs? | NO Problem | -- | -- | 0 | |
| 2 | PARAPETS, RAILINGS AND CRASH BARRIERS Component Weightage 10 | ||||
| a) Impact damaged? | Yes | Very Bad | Much Qty | 9 | |
| b) Loose or damaged fixings? | Yes | Very Bad | Much Qty | 9 | |
| c) Loose base of posts? | NO Problem | -- | -- | 0 | |
| d) Damaged coatirig or paint on steel surface? | Yes | Very Bad | Much Qty | 9 | |
| e) Corrosion on steel surface? | Yes | Very Bad | Much Qty | 9 | |
| f) Cracking on Masonary Parapets? | Yes | Very Bad | Much Qty | 9 | |
| g) Movement or bending of parapet? | NO Problem | -- | -- | 0 | |
| h) Poor pointing/ Plaster on parapet? | Yes | Very Bad | Much Qty | 9 | |
| i) Deterioration of bricks or stones? | NO Problem | -- | -- | 0 | |
| 3 | EXPANSION JOINT AT ABUTMENTS & PIERS Component Weightage 10 | ||||
| a) Damage to concrete of deck end or dirt wall near joint? | Yes | Very Bad | Much Qty | 9 | |
| b) Debris or vegetation in joint? | Yes | Very Bad | Much Qty | 9 | |
| c) Loose or damaged fixtures? | Yes | Very Bad | Much Qty | 9 | |
| d) Damage or corrosion to metal parts? | Yes | Very Bad | Much Qty | 9 | |
| e) Damage to rubber waterseals? | Yes | Very Bad | Much Qty | 9 | |
| 4 | RIVER Component Weightage 10 | ||||
| A- BLOCKAGES IN WATERWAY | |||||
| a) Debris against piers or abutments? | Yes | Very Bad | Much Qty | 9 | |
| b) Remains of old bridge under or upstream of the bridge? | Yes | Very Bad | Much Qty | 9 | |
| c) Fencing or buildings under bridge? | Yes | Very Bad | Much Qty | 9 | |
| d) Trees or bushes.growing under bridge? | Yes | Very Bad | Much Qty | 9 | |
| B- CHANGE IN RIVER COURSE | |||||
| a) River changing path upstream of bridge? | Yes | Very Bad | Much Qty | 9 | |
| b) New islands forming upstream of bridge? | Yes | Very Bad | Much Qty | 9 | |
| C- RIVER TRAINING WORKS | |||||
| a) River attack beyond the upstream end of river training works? | Yes | Very Bad | Much Qty | 9 | |
| b) Damage to walls? | Yes | Very Bad | Much Qty | 9 | |
| c) Loss of pitching? | NO Problem | -- | -- | 0 | |
| d) Damage to crates, timber, fencing, etc.? | Yes | Very Bad | Much Qty | 9 | |
| e) Damage to trees? | Yes | Very Bad | Much Qty | 9 | |
| 5 | SUPERSTRUCTURE Component Weightage 60 | ||||
| SUPERSTRUCTURE -1 | |||||
| TYPE - CONCRETE | |||||
| General | |||||
| a) Impact damage to girders, trusses or bracings? | Yes | Very Bad | Much Qty | 9 | |
| b) Debris or vegetation on beams, girders, trusses bracings or joints? | Yes | Very Bad | Much Qty | 9 | |
| c) Water coming through the deck? | Yes | Very Bad | Much Qty | 9 | |
| d) Water from the deck drainage flowing on to girders, trusses, beams or bracings? | Yes | Very Bad | Much Qty | 9 | |
| e) Not enough vertical & horizontal clearances? | Yes | Very Bad | Much Qty | 9 | |
| CONCRETE BEAMS | |||||
| a) Cracking? | Yes | Very Bad | Much Qty | 9 | |
| b) Spalling? | Yes | Very Bad | Much Qty | 9 | |
| c) Corrosion of reinforcement? | NO Problem | -- | -- | 0 | |
| d) Poor concrete? | Yes | Very Bad | Much Qty | 9 | |
| CONCRETE UNDERSIDE OF DECK | |||||
| a) Cracking? | Yes | Very Bad | Much Qty | 9 | |
| b) Spalling? | NO Problem | -- | -- | 0 | |
| c) Reinforcement corrosion? | Yes | Very Bad | Much Qty | 9 | |
| d) Poor concrete? | Yes | Very Bad | Much Qty | 9 | |
| e) Less cover to reinforcement? | Yes | Very Bad | Much Qty | 9 | |
| SUPERSTRUCTURE -2 | |||||
| TYPE - CONCRETE | |||||
| General | |||||
| a) Impact damage to girders, trusses or bracings? | Yes | Very Bad | Much Qty | 9 | |
| b) Debris or vegetation on beams, girders, trusses bracings or joints? | Yes | Very Bad | Much Qty | 9 | |
| c) Water coming through the deck? | Yes | Very Bad | Much Qty | 9 | |
| d) Water from the deck drainage flowing on to girders, trusses, beams or bracings? | Yes | Very Bad | Much Qty | 9 | |
| e) Not enough vertical & horizontal clearances? | NO Problem | -- | -- | 0 | |
| CONCRETE BEAMS | |||||
| a) Cracking? | Not Accessible | -- | -- | -- | |
| b) Spalling? | NO Problem | -- | -- | 0 | |
| c) Corrosion of reinforcement? | Yes | Very Bad | Much Qty | 9 | |
| d) Poor concrete? | Yes | Very Bad | Much Qty | 9 | |
| CONCRETE UNDERSIDE OF DECK | |||||
| a) Cracking? | Yes | Very Bad | Much Qty | 9 | |
| b) Spalling? | NO Problem | -- | -- | 0 | |
| c) Reinforcement corrosion? | Yes | Very Bad | Much Qty | 9 | |
| d) Poor concrete? | NO Problem | -- | -- | 0 | |
| e) Less cover to reinforcement? | Yes | Very Bad | Much Qty | 9 | |
| SUPERSTRUCTURE -3 | |||||
| TYPE - CONCRETE | |||||
| General | |||||
| a) Impact damage to girders, trusses or bracings? | Yes | Very Bad | Much Qty | 9 | |
| b) Debris or vegetation on beams, girders, trusses bracings or joints? | Yes | Very Bad | Much Qty | 9 | |
| c) Water coming through the deck? | Yes | Very Bad | Much Qty | 9 | |
| d) Water from the deck drainage flowing on to girders, trusses, beams or bracings? | Yes | Very Bad | Much Qty | 9 | |
| e) Not enough vertical & horizontal clearances? | Yes | Very Bad | Much Qty | 9 | |
| CONCRETE BEAMS | |||||
| a) Cracking? | Yes | Very Bad | Much Qty | 9 | |
| b) Spalling? | Yes | Very Bad | Much Qty | 9 | |
| c) Corrosion of reinforcement? | NO Problem | -- | -- | 0 | |
| d) Poor concrete? | Yes | Very Bad | Much Qty | 9 | |
| CONCRETE UNDERSIDE OF DECK | |||||
| a) Cracking? | Yes | Very Bad | Much Qty | 9 | |
| b) Spalling? | NO Problem | -- | -- | 0 | |
| c) Reinforcement corrosion? | Yes | Very Bad | Much Qty | 9 | |
| d) Poor concrete? | Yes | Very Bad | Much Qty | 9 | |
| e) Less cover to reinforcement? | NO Problem | -- | -- | 0 | |
| 6 | BEARINGS Component Weightage 10 | ||||
| RUBBER BEARINGS | |||||
| a) Debris or vegetation around bearings? | Yes | Very Bad | Much Qty | 9 | |
| b) Bad drainage? | Yes | Very Bad | Much Qty | 9 | |
| c) Not enough room for the bridge span to move? | NO Problem | -- | -- | 0 | |
| d) Bearing not seated properly? | Not Accessible | -- | -- | -- | |
| e) Bridge span not seated properly on bearing? | Not Accessible | -- | -- | -- | |
| f) Damaged bedding mortar? | Not Accessible | -- | -- | -- | |
| g) Damaged or loose earthquake restraints? | Not Accessible | -- | -- | -- | |
| RUBBER BEARINGS | |||||
| a) Splitting, tearing or cracking of rubber? | Not Accessible | -- | -- | -- | |
| b) Damaged bedding mortar? | Not Accessible | -- | -- | -- | |
| 7 | Right Side ABUTMENT, WING WALLS & RETAINING WALLS Component Weightage 10 | ||||
| A- GENERAL | |||||
| a) Erosion or scour at abutment? | Not Accessible | -- | -- | -- | |
| b) Damage to foundation? | Not Accessible | -- | -- | -- | |
| c) Movement of abutment? | Not Accessible | -- | -- | -- | |
| d) Debris against abutment? | Not Accessible | -- | -- | -- | |
| e) Vegetation growing on-or in abutment? | Not Accessible | -- | -- | -- | |
| f) Scour near to retaining walls? | Not Accessible | -- | -- | -- | |
| g) Movement of retaining walls? | NO Problem | -- | -- | 0 | |
| h) Water leaking down through the expansion joint? | Not Accessible | -- | -- | -- | |
| B- DRAINAGE SYSTEM | |||||
| a) Not enough weepholes? | Not Accessible | -- | -- | -- | |
| b) Weepholes not working? | Not Accessible | -- | -- | -- | |
| c) Water leaking through the abutment? | Not Accessible | -- | -- | -- | |
| C- CONCRETE WALLS | |||||
| a) Cracking? | Not Accessible | -- | -- | -- | |
| b) Spalling? | Not Accessible | -- | -- | -- | |
| c) Corrosion of reinforcement? | NO Problem | -- | -- | 0 | |
| d) Poor concrete? | Not Accessible | -- | -- | -- | |
| D- MASONRY WALLS | |||||
| a) Cracking? | Not Accessible | -- | -- | -- | |
| b) Bulging? | NO Problem | -- | -- | 0 | |
| c) Poor pointing? | Not Accessible | -- | -- | -- | |
| d) Deterioration of bricks or stones? | NO Problem | -- | -- | 0 | |
| E- EMBANKMENTS AND FILL IN FRONT OF ABUTMENT | |||||
| a) Scour at base of slopes? | Not Accessible | -- | -- | -- | |
| b) Slippage of fill? | Not Accessible | -- | -- | -- | |
| c) Erosion of fill? | Not Accessible | -- | -- | -- | |
| d) Cracking of road or embankment edge? | Not Accessible | -- | -- | -- | |
| e) Piping failure of fill? | Not Accessible | -- | -- | -- | |
| 8 | Left Side ABUTMENT, WING WALLS & RETAINING WALLS Component Weightage 10 | ||||
| A- GENERAL | |||||
| a) Erosion or scour at abutment? | Not Accessible | -- | -- | -- | |
| b) Damage to foundation? | Not Accessible | -- | -- | -- | |
| c) Movement of abutment? | Not Accessible | -- | -- | -- | |
| d) Debris against abutment? | Not Accessible | -- | -- | -- | |
| e) Vegetation growing on-or in abutment? | Not Accessible | -- | -- | -- | |
| f) Scour near to retaining walls? | Not Accessible | -- | -- | -- | |
| g) Movement of retaining walls? | Not Accessible | -- | -- | -- | |
| h) Water leaking down through the expansion joint? | Not Accessible | -- | -- | -- | |
| B- DRAINAGE SYSTEM | |||||
| a) Not enough weepholes? | Not Accessible | -- | -- | -- | |
| b) Weepholes not working? | Not Accessible | -- | -- | -- | |
| c) Water leaking through the abutment? | Not Accessible | -- | -- | -- | |
| C- CONCRETE WALLS | |||||
| a) Cracking? | Not Accessible | -- | -- | -- | |
| b) Spalling? | Not Accessible | -- | -- | -- | |
| c) Corrosion of reinforcement? | Not Accessible | -- | -- | -- | |
| d) Poor concrete? | Not Accessible | -- | -- | -- | |
| D- MASONRY WALLS | |||||
| a) Cracking? | Not Accessible | -- | -- | -- | |
| b) Bulging? | Not Accessible | -- | -- | -- | |
| c) Poor pointing? | Not Accessible | -- | -- | -- | |
| d) Deterioration of bricks or stones? | Not Accessible | -- | -- | -- | |
| E- EMBANKMENTS AND FILL IN FRONT OF ABUTMENT | |||||
| a) Scour at base of slopes? | Not Accessible | -- | -- | -- | |
| b) Slippage of fill? | Not Accessible | -- | -- | -- | |
| c) Erosion of fill? | Not Accessible | -- | -- | -- | |
| d) Cracking of road or embankment edge? | Not Accessible | -- | -- | -- | |
| e) Piping failure of fill? | Not Accessible | -- | -- | -- | |
| 9 | Embankments Component Weightage 10 | ||||
| A- STONE PITCHING SLOPE PROTECTION | |||||
| a) Cracking? | Not Accessible | -- | -- | -- | |
| b) Poor pointing? | Not Accessible | -- | -- | -- | |
| c) Scour or erosion at edge? | Not Accessible | -- | -- | -- | |
| d) Pieces broken off? | Not Accessible | -- | -- | -- | |
| e) Piping failure of fill? | Not Accessible | -- | -- | -- | |
| B- SLOPE PROTECTION WITH CRATES | |||||
| a) Not much movement of crates? | Not Accessible | -- | -- | -- | |
| b) Damage to crates or ties? | Not Accessible | -- | -- | -- | |
| C- PITCHING SLOPE PROTECTION WITH CONCRETE BLOCKS | |||||
| a) Slope getting washed out? | Not Accessible | -- | -- | -- | |
| b) Settlement? | Not Accessible | -- | -- | -- | |
| 10 | RIVER BED Component Weightage 10 | ||||
| A- BED PROTECTION AND APRONS | |||||
| a) Large holes in the river bed? | Not Accessible | -- | -- | -- | |
| b) Loss of material | Not Accessible | -- | -- | -- | |
| c) Crates broken away from pier or abutment? | Not Accessible | -- | -- | -- | |
| d) Damage to wires or ties? | Not Accessible | -- | -- | -- | |
| B- STONE PITCHING OR CONCRETE BED PROTECTION AND APRONS | |||||
| a) Scour at edge? | Not Accessible | -- | -- | -- | |
| b) Cracking? | Not Accessible | -- | -- | -- | |
| c) Spalling or stones missing? | Not Accessible | -- | -- | -- | |
| d) Erosion of surface? | Not Accessible | -- | -- | -- | |
| e) Corrosion of reinforcement? | Not Accessible | -- | -- | -- | |
| 11 | PIERs Component Weightage 60 | ||||
| Pier-1 | |||||
| TYPE - CONCRETE PIERS | |||||
| a) Scour near base of pier? | Not Accessible | -- | -- | -- | |
| b) Damage to foundations? | Not Accessible | -- | -- | -- | |
| c) Movement of pier? | Not Accessible | -- | -- | -- | |
| d) Impact damage? | Not Accessible | -- | -- | -- | |
| e) Vegetation growirig on pier? | Not Accessible | -- | -- | -- | |
| f) Water Leaking past expansion joint | Not Accessible | -- | -- | -- | |
| CONCRETE PIERS | |||||
| a) Cracking? | NO Problem | -- | -- | 0 | |
| b) Spalling? | Not Accessible | -- | -- | -- | |
| c) Corrosion of reinforcement? | NO Problem | -- | -- | 0 | |
| d) Poor concrete? | Not Accessible | -- | -- | -- | |
| Pier-2 | |||||
| TYPE - CONCRETE PIERS | |||||
| a) Scour near base of pier? | Not Accessible | -- | -- | -- | |
| b) Damage to foundations? | Not Accessible | -- | -- | -- | |
| c) Movement of pier? | Not Accessible | -- | -- | -- | |
| d) Impact damage? | Not Accessible | -- | -- | -- | |
| e) Vegetation growirig on pier? | Not Accessible | -- | -- | -- | |
| f) Water Leaking past expansion joint | Not Accessible | -- | -- | -- | |
| CONCRETE PIERS | |||||
| a) Cracking? | Not Accessible | -- | -- | -- | |
| b) Spalling? | NO Problem | -- | -- | 0 | |
| c) Corrosion of reinforcement? | Not Accessible | -- | -- | -- | |
| d) Poor concrete? | Not Accessible | -- | -- | -- | |
| Pier-3 | |||||
| TYPE - CONCRETE PIERS | |||||
| a) Scour near base of pier? | Yes | Very Bad | Much Qty | 9 | |
| b) Damage to foundations? | Yes | Very Bad | Much Qty | 9 | |
| c) Movement of pier? | Yes | Very Bad | Much Qty | 9 | |
| d) Impact damage? | Yes | Very Bad | Much Qty | 9 | |
| e) Vegetation growirig on pier? | Yes | Very Bad | Much Qty | 9 | |
| f) Water Leaking past expansion joint | Yes | Very Bad | Much Qty | 9 | |
| CONCRETE PIERS | |||||
| a) Cracking? | Yes | Very Bad | Much Qty | 9 | |
| b) Spalling? | Yes | Very Bad | Much Qty | 9 | |
| c) Corrosion of reinforcement? | NO Problem | -- | -- | 0 | |
| d) Poor concrete? | Yes | Very Bad | Much Qty | 9 | |
End of Report